analysis with 2 steps

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
Shahir
Posts: 20
Joined: Sat Sep 17, 2005 8:13 am
Location: Iran
Contact:
Contact Shahir

analysis with 2 steps

Post by Shahir »

Dear Silvia
I want to analysis an example with 2 steps: gravity & seismic excitation. The material model and boundary conditions are different in these steps.
How can I change material model and boundary conditions at the end of gravity analysis step?
Best regards
Shahir
Top
fmk
Site Admin
Posts: 5884
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:
Contact fmk

Post by fmk »

you can change the boundary conditions by putting them in a load pattern and removing it using the remove command .. you cannot change the materials.
Top
Shahir
Posts: 20
Joined: Sat Sep 17, 2005 8:13 am
Location: Iran
Contact:
Contact Shahir

Post by Shahir »

Dear fmk
Thank you for you reply.
Best regards
Shahir
Top
Post Reply

Return to “OpenSees.exe Users”